Uniform Building Code |
From inside the book
Results 1-3 of 84
Page 172
... distance of 6 inches . In simple beams , or at the freely supported end of continuous beams , at least one - third the required positive reinforcement shall extend along the same face of the beam into the support a distance of 6 inches ...
... distance of 6 inches . In simple beams , or at the freely supported end of continuous beams , at least one - third the required positive reinforcement shall extend along the same face of the beam into the support a distance of 6 inches ...
Page 316
... distance between parallel bars in a layer shall be not less than the nominal diameter of the bars , nor 1 inch . See also Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , the bars in the upper layers ...
... distance between parallel bars in a layer shall be not less than the nominal diameter of the bars , nor 1 inch . See also Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , the bars in the upper layers ...
Page 348
... distance d from the extreme compression fiber and shall be anchored at both ends according to Sections 2607 ( b ) and 2612 ( n ) to develop the design yield strength of the reinforcement . ( c ) Shear Strength . The nominal shear stress ...
... distance d from the extreme compression fiber and shall be anchored at both ends according to Sections 2607 ( b ) and 2612 ( n ) to develop the design yield strength of the reinforcement . ( c ) Shear Strength . The nominal shear stress ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength